Himachal

Technical BO

Works

Civil Works - Lift Irrigation Schemes

Providing Water Source Development including Distribution System in Lift Irrigation Scheme Gharyani under HPCDP (Phase-II)-JICA-ODA at Village Gharyani, G.P Jamli, Tehsil Dhatwal,Distt. Hamirpur (H.P)

Himachal Pradesh Agriculture Development Society (JICA-ODA loan)

Gharyani, Bijhar | Hamirpur, Himachal Pradesh

Amount: Refer DocsCloses: 11 Sept 20268 Sept 2026Closed

Timeline

Published31 Aug 2026
Closed11 Sept 2026
Technical Evaluation17 Sept 2026
Award—

Corrigenda

Corrigendum

1 updatesLatest on 8 Sept 2026Submission Ends:8 Sept 202611 Sept 2026

Date changes

Download Ends8 Sept 202611 Sept 2026Submission Ends8 Sept 202611 Sept 2026Bid Opening8 Sept 202611 Sept 2026

Tender Value

Refer Docs

EMD Value

₹31,700

Closing Date

11 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

O/o District Project Manager,HPCDP (P-II) Hamirpur

Address

O/o District Project Manager,HPCDP (P-II)-JICA-ODA,Hamirpur

Work Description

Providing Water Source Development including Distribution System in Lift Irrigation Scheme Gharyani under HPCDP (Phase-II)-JICA-ODA at Village Gharyani, G.P Jamli, Tehsil Dhatwal ,Distt. Hamirpur (H.P)

Tender Information

Tender ID

2026_HPCDP_142356_1

Reference Number

No. Agr. HMR. DPMU (G) (7) P-II 2026-27 Vol-I Tender File-1202 Dt 31.08.2026

Tender Type

Open Tender

Product Category

Civil Works - Lift Irrigation Schemes

Form of Contract

Item Wise

Period of Work

180 days

Location

Gharyani, Bijhar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer to Bid Document

Documents Required

18 documents required · 18 mandatory

Fee/PreQual/Technical

RequiredCost of tender form as indicated in NIT 3.1.a (i) and proof may be uploaded in technical bid (.pdf)

RequiredEarnest money as indicated in NIT 3. 1.a (ii) and proof may be uploaded in technical bid (.pdf)

RequiredCertificate of registration/ enlistment as indicated in NIT Sr. No. 3.1.(a) iii (.pdf)

RequiredShould have Experience for at least 3 years during last 10 years as indicated in NIT Sr. No. 3.1.aiv (.pdf)

RequiredShould have satisfactorily completed 3 irrigation/water supply works indicated in NIT Sr.No.3.1a.v (.pdf)

RequiredShould have satisfactorily completed at least 1 work as indicated in NIT Sr. No. 3.1(a) vi (.pdf)

RequiredShould have Financial Statement for at least 3 years during last 10 years indicated in NIT 3.1.a vii (.pdf)

RequiredAvg annual turnover for at least 3 years during last 10 years as indicated in NIT Sr. No.3.1.a.viii (.pdf)

RequiredSolvency as indicated in NIT Sr. No. 3.1.(a) ix (.pdf)

RequiredTechnical Proposal as per as indicated in NIT Sr. No. 3.1.(a) x (.pdf)

RequiredBidder Qualification as indicated in NIT 3.1.a.xi (.pdf)

RequiredEmpanelled firms of manufacturers for HDPE Pipes as indicated in NIT3.1.a.xii (.pdf)

RequiredValid PAN Card as indicated in NIT Sr. No. 3.1.a.xiii (.pdf)

RequiredShould be registered under GST Rules as indicated in NIT Sr. No. 3.1.a.xiv (.pdf)

RequiredSite inspection Certificate duly certified by BPM for subproject as indicated in NIT Sr.No.3.1.a.xv (.pdf)

RequiredAffidavit for not panelized terminated under HPCDP JICA Phase-I.II indicated in NIT Sr. No.3.1.a.xvi (.pdf)

Finance

RequiredLetter of Bid (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

EMD Fee Amount

₹31,700

Pre-Bid Meeting

Meeting Place

Administrative Builiding,HPCDP (P-II)-JICA-ODA

Important Dates

Last Activity

11 Sept 2026

Published

31 Aug 2026

Bid Opening

11 Sept 2026

Download Starts

31 Aug 2026

Download Ends

11 Sept 2026

Submission Starts

31 Aug 2026

Pre-Bid Meeting

3 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (107 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottom,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-	75 mm;PN 6 class,PE-100	922	Rmt	-	-
-	90 mm;PN 6 class,PE-100	1,888	Rmt	-	-
4	Providing & laying in trenches Half Slotted HDPE pipe of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.	12	Rmt	-	-
5	Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	16	Nos.	-	-
6	Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	25	Nos.	-	-
7	Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	41	Nos.	-	-
8	Providing and laying no fine concrete 1:4 based on cement concrete 1:2:4 with (min 20mm to 40 mm) nominal size complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	4.14	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.17 MB

Work Item Documents

BOQ_211484.xls

BOQ • 0.34 MB

BidDocumentGharyani.pdf

Tender Documents • 1.29 MB

Corrigendum Documents

CorrExtension.PDF

PDF • 0.21 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottom,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-	75 mm;PN 6 class,PE-100	922	Rmt	-	-
-	90 mm;PN 6 class,PE-100	1,888	Rmt	-	-
4	Providing & laying in trenches Half Slotted HDPE pipe of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.	12	Rmt	-	-
5	Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	16	Nos.	-	-
6	Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	25	Nos.	-	-
7	Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	41	Nos.	-	-
8	Providing and laying no fine concrete 1:4 based on cement concrete 1:2:4 with (min 20mm to 40 mm) nominal size complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.	4.14	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottom,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

3Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.

75 mm;PN 6 class,PE-100

922

Rmt

90 mm;PN 6 class,PE-100

1,888

Rmt

Providing & laying in trenches Half Slotted HDPE pipe of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.

Rmt

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Nos.

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Nos.

Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Nos.

Providing and laying no fine concrete 1:4 based on cement concrete 1:2:4 with (min 20mm to 40 mm) nominal size complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

4.14

Cum